跳跃式监视
本构方程
剪应力
岩土工程
可塑性
航程(航空)
剪切(地质)
振幅
财产(哲学)
机械
压力(语言学)
地质学
结构工程
计算机科学
材料科学
工程类
物理
人工智能
光学
有限元法
哲学
复合材料
认识论
语言学
岩石学
作者
Zhiliang Wang,Yannis F. Dafalias,Chih‐Kang Shen
出处
期刊:Journal of Engineering Mechanics-asce
[American Society of Civil Engineers]
日期:1990-05-01
卷期号:116 (5): 983-1001
被引量:307
标识
DOI:10.1061/(asce)0733-9399(1990)116:5(983)
摘要
A comprehensive constitutive model for sand is formulated within the general framework of bounding surface hypoplasticity. The distinctive feature of this model is the dependence of the loading and plastic strain rate directions on the stress rate direction. This property renders the model hypoplastic. The model can simulate different features of sand behavior under loading conditions, which range from simple monbtonic to complex cyclic at different amplitudes and directions. In particular, the successful simulation of the response under “rotational shear” is one of the distinctive properties of the model, and it is mainly due to its hypoplastic character. The importance of such predictive capability in practice is related to the phenomenon of liquefaction, which may occur under such cyclic loading conditions of a complex nature, entailing cyclic changes of both principal stress values and principal stress directions. The paper presents a step‐by‐step calibration procedure of the different constants and a comparison of a series of test results and model simulations.
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